• 제목/요약/키워드: diagonal reduction

검색결과 66건 처리시간 0.037초

ON QB-IDEALS OF EXCHANGE RINGS

  • Chen, Huanyin
    • 대한수학회보
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    • 제46권5호
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    • pp.873-884
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    • 2009
  • We characterize QB-ideals of exchange rings by means of quasi-invertible elements and annihilators. Further, we prove that every $2\times2$ matrix over such ideals of a regular ring admits a diagonal reduction by quasi-inverse matrices. Prime exchange QB-rings are studied as well.

Lyapunov 부등식을 이용한 주파수하중 차수축소 (Frequency weighted reduction using Lyapunov inequalities)

  • 오도창;정은태;이상경
    • 제어로봇시스템학회:학술대회논문집
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    • 제어로봇시스템학회 2000년도 제15차 학술회의논문집
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    • pp.12-12
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    • 2000
  • This paper consider a new weighted model reduction using block diagonal solutions of Lyapunov inequalities. With the input and/or output weighting function, the stability of reduced order system is quaranteed and a priori error bound is proposed. to achieve this, after finding the solutions of two Lyapunov inequalities and balancing the full order system, we find the reduced order systems using the direct truncation and the singular perturbation approximation. The proposed method is compared with other existing methods using numerical example.

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Sliding diagonal Pattern에 의한 Memory Test circuit 설계 (Design of Memory Test Circuit for Sliding Diagonal Patterns)

  • 김대환;설병수;김대용;유영갑
    • 전자공학회논문지A
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    • 제30A권1호
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    • pp.8-15
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    • 1993
  • A concrete disign of memory circuit is presented aiming at the application of sliding diagonal test patterns. A modification of sliding diagonal test pattern includes the complexity reduction from O(n$^{32}$) to O(n) using parallel test memory concept. The control circuit design was based on delay-element, and verified via logic and circuit simulation. Area overhead was evaluated based on physical layout using a 0.7 micron design rule resulting in about 1% area increase for a typical 16Mbit DRAM.

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UNIT-REGULARITY AND STABLE RANGE ONE

  • Chen, Huanyin
    • 대한수학회보
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    • 제47권3호
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    • pp.653-661
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    • 2010
  • Let R be a ring, and let $\Psi$(R) be the ideal generated by the set {x $\in$R | 1 + sxt $\in$ R is unit-regular for all s, t $\in$ R}. We show that $\Psi$(R) has "radical-like" property. It is proven that $\Psi$(R) has stable range one. Thus, diagonal reduction of matrices over such ideal is reduced.

ON QUASI-STABLE EXCHANGE IDEALS

  • Chen, Huanyin
    • 대한수학회지
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    • 제47권1호
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    • pp.1-15
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    • 2010
  • We introduce, in this article, the quasi-stable exchange ideal for associative rings. If I is a quasi-stable exchange ideal of a ring R, then so is $M_n$(I) as an ideal of $M_n$(R). As an application, we prove that every square regular matrix over quasi-stable exchange ideal admits a diagonal reduction by quasi invertible matrices. Examples of such ideals are given as well.

대각선배선을 사용한 4층 채널배선에 관한 연구 (A new four-layer channel router using the diagonal routing)

  • 이병호
    • 전자공학회논문지C
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    • 제34C권7호
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    • pp.9-17
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    • 1997
  • This paper proposes a routing model based on the HVHD for four-layer routing problems. Differing from the HVHV and HVHH models, the proposed HVHD model permits diagonal routing on the fourth laye rwith a grid of 45.deg., 90.deg. and 135.deg. directions. The developed algorithm which uses a channel-graph including weights routes a layer using diagonal model and the othe rthree layers using HVH model. Applications to several benchmark examples verify that approximately 10~25 percent reduction of channel density can be achieved compared to the conventional four-layer channel routing algorithms.

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철근콘크리트 내진벽의 구조성능 평가 및 개선 (Evaluation and Improvement of Structural Performance of Reinforced Shear Walls Under Load Reversals)

  • 신종학;하기주;안준석;주정준
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1999년도 봄 학술발표회 논문집(I)
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    • pp.683-688
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    • 1999
  • The purpose of this study is to develop and evaluate the structural performance of various shear walls, such as the hysteretic behavior, the maximum horizontal strength, crack propagation, and ductility etc. under load reversals. For the diagonal reinforced slit and infilled shear wall specimens, it was found that the failure mode shows very effective crack control and crashing due to slippage prevention of boundary region and reduction of diagonal tension rather than the brittle shear and diagonal tension failure. The ductility of specimens designed by the diagonal reinforcement for the slit and infilled shear wall was increased 1.72~1.81 times in comparison with the fully rigid shear wall frame. Maximum horizontal load-carrying capacity of specimens designed by the diagonal reinforcement ratio the slit and infilled shear wall was increased respectively by 1.14 times and 1.49 times in comparison with the standard fully rigid shear wall frame.

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철근콘크리트 전단벽의 접합방식과 대각보강에 따른 내진성능 평가 및 개선 (Improvement and Evaluation for Seismic Resistant Capacity of Reinforced Concrete Shear wall with Connection Types and Diagonal Reinforcement)

  • 신종학;하기주;안준석;주정준
    • 한국구조물진단유지관리공학회 논문집
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    • 제3권3호
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    • pp.139-147
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    • 1999
  • Six reinforced concrete shear wall, constructured with fully rigid, slit, and infilled types, were tested under both vertical and cyclic loadings. Experimental programs were carried out to evaluate the seismic performance of such test specimens, such as the hysteretic behavior, the maximum horizontal strength, crack propagation, and ductility, under load reversals. All the specimens were modeled in one-third scale size. Based on the test results, the following conclusions can be made. For the diagonal reinforced slit and infilled shear wall specimens, it was found that the failure mode shows very effective crack control and crushing due to slippage prevention of boundary region and reduction of diagonal tension rathar than the brittle shear and diagonal tension failure. The ductility of specimens designed by the diagonal reinforcement for the slit and infilled shear wall was increased 1.72~1.81 times in comparison with the fully rigid shear wall frame. Maximum horizontal load-carrying capacity of specimens designed by the diagonal reinforcement ratio the slit and infilled shear wall was increased respectively by l.14 times and l.49 times in comparison with the standard fully rigid shear wall frame.

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Face-Diagonal 방법 기반의 레이저 간섭계 측정을 이용한 CMM 의 직각도 추정 (Squareness Estimation for Coordinate Measuring Machine Using the Laser Interferometer Measurement Based on the Face-Diagonal Method)

  • 이훈희;이동목;양승한
    • 한국정밀공학회지
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    • 제33권4호
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    • pp.295-301
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    • 2016
  • The out-of-squareness is one of the error sources that affect the positioning accuracy of machine tools and coordinate measuring machines. Laser interferometer is widely used to measure the position and angular errors, and can measure the squareness using an optical square. However, the squareness measurement using the laser interferometer is difficult, as compared to other errors due to complicated optics setup and Abbe's error occurrence. The effect of out-of-squareness mainly appears at the face-diagonal of the movable plane. The diagonal displacements are also affected by the position dependent geometric errors. In this study, the squareness estimation techniques via diagonal displacement measurement using the laser interferometer without an optical square were proposed. For accurate estimation and measurement time reduction, the errors selected from proposed discriminant were measured. Discrepancy between the proposed technique with the laser interferometer (with an optical square) result was $0.6{\mu}rad$.

사선형 메쉬접지 (Diagonal mesh grounding)

  • 김태훈;최홍규;최병숙;송영주;심용식;홍사근;안윤기;박혜원
    • 한국조명전기설비학회:학술대회논문집
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    • 한국조명전기설비학회 2009년도 춘계학술대회 논문집
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    • pp.84-87
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    • 2009
  • 본 논문은 기존의 정사각형의 접지 면적에서 격자형 메쉬접지와 사선형 메쉬접지를 비교하였다. 사선형 메쉬접지는 격자형 메쉬접지에 비해 최대예상 접촉전압, 접지저항, 동도체의 총길이가 모두 감소하였다. 본문에서는 사선형 메쉬접지의 형태와 시뮬레이션 결과비교, 감소 원리에 대해 설명하였다.

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